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HomeMy WebLinkAbout038-1239-01-000 n.n 3m d v1 O n+ f O A m ' m .� V ' a c m m m I m 0 z z z O x ''' cn o o In ca w E v `c • CL a m ~ CD (D N O N OD � 3 3 ? m N o CD CD . N p C7 �OI a a 0 7 y 01 C) �" lam► O O I d_ O O `s ir7 Z D a m m _ cr b 14 O. p C W CD "Wftd O CD Z 0 0 (_n o �, N p c � 3 . O O O .. O _O M fu N < 3 °f m O CD N C N !/ O D a p 'O (D O 3 a, W CL Ha _• _ lD tlJ CL CD 4 o CD a) O CD 3 O 9' m y -1 ca y O C A Z ID N p X Z O O N C 7 ::3 O Z CD p_ 3 Z U) I p �J O m O Z N g g z CD I CD 9 a- a N CA O O N CD O m m I CL c v i N 'O y T o_ a O {v CD A n � A � 7 l Cn O _ CD rn CD a N O N V 0 w (D O a 0 O O � o Cl `` Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 463200 0 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: �► /, ` City Village X Township Parcel t Germain, Mike L/� vLo � i Star Prairie Townshi CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map 17.31.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding SVHt Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic t Bo tom Dosing a er /M Aeration � ist. Pipe Holding . System Fin hl Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION OR Type Of System: CHAMBER Model Number. DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Ventto Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges ITopsoil g D Yes n No r, Yes COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / / Inspection #2: Location: 2199 90th Street Star Prairie, WI 54026 (NW 1/4 NW 1/4 17 T31 R1 8W) Squaw Lake Estates Lot 1 Parcel No: 17.31.18. 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = revis Plan Req _ Yes Use others de foradd tional in L j No formation. SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 ' *6c Madison, WI 53707 — 7162 n ary Permit Number (to be filled in by Co ) Department of Commerce (6U lxj p 3 26� Stat Plan I.D. Number Sanitary Permit Applicati n rn1 In accord with Comm 93.2 1, Wis. Adm. Code, personal informati n you q�p �Q11 © 1 Z' ->4N$4 may be used for secondary purposes Privacy Law, s15.04 1 Xm) PR No Proje Address (if different than mailing address) 1. Application information Please Print All Information S ZONING UFFIC z j ! 1 ?,qr 57 Property Owner's Name P el # Lot # lock # ''FF Property Owner's Mailing Address pe Loca n c 6 0 57, L — y,, " City, ttate Zip Code Phone Number I (circle one) - r T N; RJ�E or,' II. Type of Building (check all that apply) C, f Aivisio Name CSM Number 41 1 or 2 Family Dwelling - Number of Bedrooms �` / ❑ Public/Commercial - Describe Use 1 VV , A10 7 A Re-._ ❑ State Owned - Describe Use betxgt,+AS tK a4aw #C ❑Village Township of ?h R III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A ' y ❑ Replacement System g P y - y' (� New S ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System i List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New j Before Expiration Plumber Owner } TV. Type of POWYS — System: Check all that apply) ❑ Non — Pressurized In- Ground ® Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade Single Pass Sand Filter ❑ ! .!' Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ a Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Do Line ❑ Gravel -less Pipe ther ( plain) 0 V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpds Di rsal Area Required (sf) Dispersal Area roposed (sf) stem Elevation ! j T L l VI. Tank Info Capacity in Total Number Manufacturer Prefab Site el Fiber Plastic Gallons Gallons of Units oncrete ConswcteGlass ; New Existing - ` -` � I Tanks Tanks Septic or Holding Tank / 000 1 — S' t r Aerobic Treatment Unit I 4 Dosing Chamber Roo d VIL Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) P is Signature MP RS N be Business Phone Number s -5Y Plumber's Address (Street, City, State, Zip Code) VIII. Count /De artment Use Onl Approved isapprove Sanitary Permit Fe (includes Groundwater Date issued Is uin gent Signature o Stamps) i Surcharge fee). ltI t Lb e en Reason nial f/ IX Conditions Ov 1 :SYSTEM OWNER.' 0c_tank, effluent filter and t fsal cell must all be st3rvle I maintained t^2 Lc oY I s:er management plan provided by plumber. �Utback= nts must tae maintained requireme , Irppficable eodeltardnatices: Y r � ¢ Attach complete plans (to the County only) for the system on paper not less than 31/2 :11 inches in use SBD 6398 (R 01/03) r 1 J z5' u_ t oJ � __�5'"ES_ - - - - - - -- - i f! 1 1 - —r r I I i I ! r -- 8o 6Rt Pc. - e ` i -- — �, aA - - - - - - -- -- -- �1- - - -_ 1 � � I An — I i I I I , I , i + I I 1 ! I i I I j ISN�12ED DRw A`� I i i I j i I I I I a ON i tt ROrp2T i L J yU �= ! - - 1 T� : - T OP o r I 2,'! {PVC Q;I►1P� f 6L ; Z, J = '0©10 1O� O � , I o f I ��4 G I �� I - ■; I 1 i L - ! I 1 e 1 E ! , { / I L 5 7 0 r e5k - T i 4A Safety and Buildings 4003 N KINNEY COULEE RD y cgmmerce.Wl.gov LA CROSSE WI 54601 -1831 e TDD #: (608) 264 -8777 sco n s i n www.co Department of Commerce www.wiscoisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary September 30, 2004 CUST ID No.223760 ATTN: POWTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 586 VALLEY VIEW TRAIL 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/30/2006 Identification Numbers. Transaction ID No. 1064331 SITE: Site ID No. 689975 Grand Properties Please refer to both identification numbers, 90TH St. Squaw Lake Estates above,; in all correspondence with the agency. Town of Star Prairie St Croix County NW1 /4, NW1 /4, S17, T3 IN, R18W Lot: 1, Subdivision: Squaw Lake Estates FOR: Description: Proposed Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 982778 Maintenance required; 450 GPD Flow rate; 27 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /O1), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 /01); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD - 10691- P(N.0 1 /0 1). • The pressure network is to be constructed in accordance with publications SBD- 10706- P(NO1 /01) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81)" • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. r .;a JOHN F SCHMITT Page 2 9/30/2004 • Comm 83.22(7) - A cg= of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 6 619K���� Fee Received $ 175.00 Gerard M. Swim Balance Due $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART code: 1633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 SCHMITT & SONS EXCAVATING 586 Valley View Trail Somerset, W754025 715 - 549 -6651 MOUND SYSTEM For: Grand Properties,LP Address: 712 Rivard Street, Suite 100 Somerset WI 54025 Legal: Nw a N a S 17 T 31 N R 18 W Township: Star Prairie County: St. Croix C onten t s Page 1 Plot Plan Page 2 System Cross Section Page 3 Pipe Lateral Layout Page 4 Dosing Chamber Page 5 Pump Curve Page 6 Management Plan Attachment 1 Soil Evaluation Report Attachment 2 None Mound Component Manual (Version 2.0) SBD -10 6 91- P(N. 0-1/01) .Pressure Distribution Component Manual (Version 2 0) SBD -10706 P(N 01/01) By: MPRSW 223760 Date : _ 9/15/2004 k" viVt:j�614 OF SAFETY AND BUiLDiNGS 4 R ECEIVED SE E COR. P NDENCE SEP U 2404 s AFETY &LDCS'diV , i i - o� I I 4 I R UALb Z �} ►oD Br, - Soo 6Rt Rc _ -- i � I ! ` f - - -- V�L - -- I et r RofRT Y Ll j LTI 9L, 100.0,01 , o f ■ G t I o� d�� ICI I i ka T�� u tT o Co 7, _ a �S`/o i' 1 I C����I I Page Cf (o Straw, Marsh Hay, Or ASTM C33 Synthetic Covering MMUM Send Distribution P;pg 6" Topsoil a -W& ELEV. .01.,3 % Siope Bed Of 2 1 Force Main Plowed Aggregate Layer (6" Below P 1 Pe ) D 0.75 Ft. Cross Section Of A Mound System Using E 1.45 Ft. A Bed For The Absorption Area F 0.79 Ft. - G 0.50 Ft, A 7.0 Ft. H 1. oo Ft. Signed: ` B 64 .3 Ft. License Zber 223760 K 8.7 Ft. Date: 9/15/2004 L 81.7 Ft. j 4.7 Ft. Alternate Position I 1. 1.8 Ft. of Force Main W 23.5 Ft. L Obitmadion Pips j 6 116 To 1/10 S From'End of Bed, K ♦ ------------- - - - - -- - - -- ------- - - - - -- A # _ _.,� Forte Main �Distrlbution 6eQ Of . Pipe Aggregate i Observation Pipe Permanent Markers 1/6 To 1/10 8 From End of Bec! Pion Vlew 01 -Mound USIna A Bed For The Absorption Areo Tum-up with Cdeanout Access B Plug or Sall Valve �—,-► PVC Foroe Main Distribution Lateral PVC Manifold X I Distribution Lat Layout P 31. 5Ft. S 4.0 X 3,0 Inchon Hole Diameter 3/16 Inch Signed: Lateral " 1 2 Inch(es) License ber: 22376n Manifold 1 Inches Date: .._. 9/ 15 / 2 0 0 4 Force Main '� 2 inches # of holes /pipe Invert Elevation of Laterals 101 .8Ft. PACT C 4 rjr 6 PUMP CHAMBER CROSS SCCT:OW AUC) $PC CI FICA TIOkS , VEIJT CAF y 'C.I. VCtJT P1PC C:? T WCATJaER PIt00/ APPROVED LOCKlR1G ' pal' F Mrlr1 ,IUA}CTIOW box 7MAWHOL C COVER 1/1NUUW um t 1tL�11 11`Mltl. 1 \ AIK 14ITAKE GRADE f y' MIU. COUCUI I 11' 11JL17 T PROVt0E I e►iRTit.�:T SCAT. ( f \ APPROVED JOIUTI A I I A PP K OvLo JC W /C,Z. FIPG I I I W /C. ►I CKTCNaVG 3' I II LXTC� IuO . OUYC 60L10 S01 L ALARM • 21-76 gal /inch 1 I GJro icuD I I I I ou c I I LLCv. 9 1-8 FT. � I PUMP orF COUCRETE &LOCK I 1 K15CK EXIT PIi.RMITrCG C34JLy IF TAWK MAAJUFACTURER HHs 5UC:H AP'PILOVAL 3' APf .g000 SEPrIC f 5 PEGIFICATiok 0069 mmm- TAWKS MAiJUFACTURCR,: - WL'Pk "s C. P. L1u^bEA OF D01Ev +or -5 8QO PER DAB TIWK 41ZE; GALL0WS 005E VOLUME ALARM M"urA.CTuKgjt; Sebtronics Tankmate 1WCLUD,uc, •ACKP60W: — 87.04 6ALLO " MODCL IJL1MeCK: TM - 1 1+ .?OBI - . (P+ a �1'LZ IWCHE3 OR 4A�LOy swsTGH Ty►E: CAPACITIES: A Mercury D ; P UMP MANUFAC.TU1tCR; 2 IuclrEt Olt 43.52. Zoeller 0 rLL ou F C 4 4 OR $� 4 (ALWW MJGCL IJUM�[R'. 1 5 � .�,,� � _ d. � 7 1Mr'WES OR 4 •� 4 9Z SWITCH YWPC: _ Mechanical PUMP AND ALARM ARC TO pC M►IJ1MlIM DISCIARGE RATE 34. 32 GFM IN5TA_LE0 OW SEPhRATC'CIRCUITS VERTICAL OIFFEREUCE OETWEiy PUMP OFF A►J PIPE.. 10.0 FE[Y + MIWIKUM NETWORK 6UPPLt PKE6SURC • 3.25 t 5 —�, FEET OF FORCG lu11x1 x 2 .49 F FC.CT �o►CFRICIION 1.25 FEET TOTAL D Kt A.D _ 14.50 FEET IuTLRUAL DIMLiJ61PN� OF TAWK; LE C.l H ;WIDTH ---- - iL DEPTH 37 5IGIJE D: °( LICEU sE - 2237 uun 6 e�a�. 0 DA%T : 1'S E. 2 TOTAL DYNAMIC HEAD /CAPAC, T Y PER MINUTE HEAD CAPACITY CURVE EFFLUENT AND DEWATERINS L MODEL 152/153 MODEL 152 153 Feet Meters G9I. ; Liters — 50 Liters 5 1.5 69 261 77 29i 1 153 10 i 61 231 -i 265 12 40 152 15 4.6 53 201 231 0 1 20 6.1 44 167 52 197 _ 25 7.6 34 129 42 159 Q 30 ( 87 33 125 8 30 9.1 23 0 1 35 10.7 -- -- 22 85 a 42 20 1 40 12.2 1 – – – o rr F!. 11.6m � �a,, Rt (13.4m) i 4 Lock Volve: �8.� �! 014508 10 0 60 80 100 20 40 6 1 /4 —1 1 GALLONS LITERS 0 80 160 240 320 3 27/32 i r FLOW PER MINUTE I a i I � 3 27/32 CONSULT FACTORY FOR SPECIAL APPLICATIONS a OO I 3 27/32 • Timed dosing panels available. a • Electrical alternators, for duplex systems, are available and supplied with I an alarm. • Variable level control switches are available for controlling single phase i systems. •Double piggyback variable level float switches are available for variable 1, I i level long and short cycle controls. • Sealed Qwik -Box available for outdoor installations. See FM1420. • Over 130 °F. (54T.) special quotation required. 12 1/8 I ; i 1521153 Series f 1521153 MODELS Control Selection 5 1/8 Model Volts -Ph Mode Amps Sim lex O or 3 t N152 115 1 Non 8.5 ( SK2064 BN152 115 1 Auto 8.5 ° Included 2 or 3 E152 230 1 Non 4.3 1 2 or 3 BE152 230 1 Auto Included 2or3 SELECTION GUIDE N153 115 1 Non 10.5 1 2 or 3 SN153 115 1 Auto 10.5 Included 2 or 3 230 1 Non 5.3 1 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float E153 E153 230 1 Auto 5 3 Included 2 or 3 switch. Refer to FM0477. o CAUTION 2. See FM0712 for correct model of Electrical Alternator E -Pak. duplex 3 All installation of controls, protection devices and wrung should be done by a qualified 3. Variable level control switch 10 -0225 used as a control activator, specify du p ( ) licensed electrician. All electrical and safety codes should be followed including the most or (4) float system. recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual Conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 —' Louisville, KY 40256 -0347 Manufacturers of. . +® SHIP iv 3649 Cane Run Road pqp „t Louisville KY,40211 -1961 Q//4L/TY PUMP6 SNCE �i14JiJ p © (502) 778-2731.1 (800) 928-PUMP FAX (502) 774 -3624 http.lAvww•zoeller.co © Copyright 2001 Zoeller Co. All rights reserved. POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity 1 000 al ❑ NA • Grand Properties LP Permit Septic Tank Manufacturer .e k ' s P ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms ❑ NA Effluent Fitter Model A-100 ❑ NA �'NA Pump Tank Capacity 800 al ❑ NA Number of Public Facility Units Estimated flow (average) 300 gal/day Pump Tank Manufacturer O NA Design flow (peak), (Estimated x 1.5) 45 0 gal/day Pump Manufacturer Zo eller ❑ NA Pump Model O NA Soil Application Rate al /da /ft i Standard Influent/Effluent Quality Monthly average* Pretreatment Unit 0 NA Fats, Oil & Grease (FOG) S30 mg /L ❑Sand /Gravel Filter O Peat Filter Biochemical Oxygen Demand (BOD,) 5220 mg /L ❑ NA O Mechanical Aeration O Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection O Other: Pretreated Effluent Quality Monthly average Dispersal Call(s) O NA Biochemical Oxygen Demand (BOD 530 mg /L ❑ In- Ground (gravity) O In Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L d NA ❑ At -Grade ■ Mound Fecal Coliform (geometric mean) 510' cfu /100ml O Drip -Line O Other: Other: O NA I Maximum Effluent Particle Size Y, in dia. ON 11 A Other: ❑ NA Other: O NA Other: ❑ NA *Values typical for domestic wastewater and septic tank effluent. MAINTENANCE SCHEDULE Service Frequency Service Event O months► (Maximum 3 years) ❑ NA- Inspect condition of tank(s) At least once every: 3 IN earls) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA O month(s) (Maximum 3 years) ❑ NA, Inspect dispersal cell(s) At least once every: 3 ■ year(s) O month(s) O NA Clean effluent filter At least once every: 1 ■ year(s) ❑ month(s) O NA" Inspect pump, pump controls & alarm At least once every: 1 ■ yearls) ❑ month(s) ❑ NA' Flush laterals and pressure test At least once every: 1 III year(s) ❑ month(s) O NA; Other: At least once every: ❑ year(s) Other: NA: r. MAINTENANCE INSTRUCTIONS n individual carrying one of the following licenses or certifications: Inspections of tanks and dispersal cells shall be made by a Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. '`Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks', measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground po d a n The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and check for any_ i of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing coo ndition and regwres_thr immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y,) or more of the tank volume, the entir( f in accordance with chapter contents of the tank shall be removed by a Septage Servicing Operator and disposed o NR?11 p. Wisconsin Administrative Code: All other services; including but not limited to the servicing of effluent filters, mechanical ,or pressurized components, pretreatme units, and any servicing at intervals of S12 months, shall be performed by a certified POWTS Maintainer. letion of any service avant. A-service report shall be provided to the local regulatory authority within 10 days of comp t Page of START UP`AND OPERATION For new construction, prior to use of the POWTS check treatment tank(&) for the presence of painting products or other chemicals that may Impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or.must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement. area will. result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ setback and /or soil limitations. Barring advances in POWTS' A suitable replacement area is not available due to technology a holding tank may be installed as a last resort to replace the failed POWTS. f The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS .a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name John Schmitt Name Owners choice Phone 5 1 Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name w 'rs choice Name St .`. Croix Ct . . Zonin { Phone Phone' 715 386 -4680 ministraUVe Code. This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1),`(2) & ( 3), Wisconsin Ad k. r x 1,. P 1256 • Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site an on r not less than 8% x 11 inches )n sae. Plan must County a PI Pape St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. Please print all infonnatton. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). Property Owner Property Location Grand Properties, LP Govt. Lot NW 1/4 NW 1/4 S 17 T 31 N R 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 1 1 1 Squaw Lake Estates City State Zip Code Phone Number "° C' Village dY � g Town Nearest Road Somerset WI 1 54025 1 715 -247 -5900 Star Prairie I 90Th St. L New Construction Use: j6 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD 1; Replacement 2g Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a mound system. System elevation is 101.30' based off contour line established @ 100.55' Slope is 10 %, depth to limiting factor is 27 ". Boring # FA Boring j z Pit Ground Surface elev. 101.57 ft. Depth to limiting factor 27 in. Soil Application Rate P Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP)/ft' 'Eff#1 `Eff#2 1 0 -7 10yr3/4 none sl 2fsbk mfr cs 2f .6 1.0 2 7 -13 10yr6/2 none sl 2msbk mfr gw 1f .6 1.0 3 13-27 7.5yr4/6 none sl 2fsbk mfr gw .6 1.0 4 27-48 7.5yr4/4 m j 1 /6 /2 sl 2msbk mfr gw .6 1.0 Oyr 2d 7.5 /6 5 48-64 10yr5/3 c7 5 /1 Sid 2msbk mfr — — 4 6 Boring # Boring Pit Ground Surface elev. 101.57 ft. Depth to limiting factor 27 in- Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fF ' `Eff#1 'Eff#2 9 1 0-6 10yr3/3 none sl 2mgr mfr cs 2f .6 1.0 2 6-21 10yr5/3 none sl 2msbk mfr gw If .6 1.0 3 21 -27 7.5yr5/3 none sl 2msbk mfr gw m2d 7.5 2 ` 4 27 -35 7.5y r4/6 7.5 /6 sd 2msbk mfr cw — 4 7 c2d 'Syr5/6 5 35 -56 7.5yr5/4 Syrb/2 sil 2msbk mfr — — .6 _ .8 P _ Effluent #1 = BOD 36 < 220 mglt -and TSS >30 < 150 mg/L , 'A Effluent #2 BOD < 30 mglL and ASS <�0, mg/L CST Name (Please Pnnt) { Sl gnatuf@ �"�4i yC+$T NUrllt>ef a t w f a rr Thomas J. Schm�t'" �; , "` #i , ` 122 29 4 Address Tom'Schmdt F $ ,' Date Evaluation Conducted sf Telephone Nunn, 4595 72nd St. New kkhmond, W166 � R } 7(I/04 ?. 715 247 - 2941 ?'..� a "; `. i ° a ri #u `zk } xd .a&�i^^r i wk y o t, f a' i ^ v �• f"j'!:.:� yi `(' y:: c tLC` -r& .ri' r P ✓ Y9 1'�'� >q,, r��' NI leY',, t l 'Y # t ' t a' a p ,'. ' d r Page 2 of 3 Property Owner Grand properties, LP Parcel ID # 3 Bonn9 # 1 6 Pit Boring Ground Surface elev. 98.05 ft Depth to limiting factor 34 _ in. Soil Application Rate lure Consistence Boundary Roots •Eff#2 Horizon Depth Dominant Color Redox Description Texture Struc •Eff #1 s .8 il 2fsbk mvfr cw 2f .6 1 0-11 10yr3/3 none .8 2 11 -20 10yr4/4 none sil 2fsbk mfr 9`N 1f •6 mfr 9`N •4 .6 3 20 -34 7.5yr4/6 none sicl 2fsbk 4 6 c2f 10yr6/6 sicl 3fsbk mfr 9`N 4 34 -39 5yr4/6 1 I2 c2d 7.Syr6/6 sl 2csbk mfr cvv .6 1.0 5 39 -52 7.5yr4/6 7.5yr6/2 4 .6 c2p 7.5yr6/8 Sid 2fsbk mfr cs ---- 6 52-61 5yr4/6 1 /2 .4 .6 Sid 2fsbk 7 61 -77 10yr5/3 m 3p� vr6l8 mfr — --" 1:1 Boring # I Boring ft. ry Depth to limiting factor in. Soil Application Rate Ph Ground Surface eleelev. Roots RedoxDescn Lion Texture Structure consistence Bounds •Eff#1 •Eff#2 Horizon Depth Dominant Color P Boring Depth to limiting factor in. Soil Application Rate Boring # Ph Ground Surface elev. _-- ft' Boundary Roots ence Structure Consist ff#1 Eff#2 x Description Texture E Horizon Depth Dominant Color Redo trip . A R � dltf v , } F x,, w - T'•''s` }` tc;h .%t'3' 's" " ax,,l: < »r f .` 30 m TSS <30 TSS >30 < 150 mglt Effluent #2 BOD 9�-, 'Effluent #1 BOD 30 < 220 mglL a wfi a rovider and emp10 If you nee assistance to access semces or YY TheDepartriient of Commerce is an egaal opportunity service p ent at 608 ;266 31 S 1 oc TTY 608 -264 -8777_ , r �? need material m an alternate format; view contact the det�rt?n ; ,�, Y �� � � < t �' z T � Page 3 of 3 � >ed Conducted For: - - - Sc Sotl an Site Evaluations = Grand Properties, LP. f d r Name: Thomas J. Schmitt; CST 227429 Address:` _ .712 Rivard St. Suite100 1595 72nd St. - City, State, Zip: Somerset, WI. 54025 New Richmond, WI. 54017 Phone: 715- 247 -2941 Subd.Name: Squaw Lake Estates 7 7 DSj Lot No.. 1 Legal Description: N 1/4 IqW 1/4 S17 T3 IN RI 8W Township of Star Prairie St. Croix County lup � Bench Mark El. 100.00' Top of 2 ",pvc pipe Alternate Bench Mark El. /001 cCfop of 2" pvc pine Slope= Contour Line El. . Contour Line Length Scale I"= 40' 9G' Id qo, NA�S7 Q3 _ r p S y yy --- -� - - -- 77 � .'7'x,K" »•�, ).1 t� ��'� ' Fl ". � ,': : This sal report was done to fuifili a zoning requirement No permanent lot markers were in at the time the test was g conducted ;The arrea in wfuch it was done may or may not be surtabie for your use, or in the iocatron shown = - - - - j 7Z g n i fi st i 4 Ye _ 1256 Wisconsin Department of Ln OIL EVALUATION REPORT Page 1 of 3 Division of Safety and Bui accordance ' h Comm 85, Wis. Adm. Code Tom Schmitt County Attach complete site t Iee��ssar��11 inc 11 in size. Plan must St. Croix include, but not limit h i 1 8 h n reference poi t (BM), direction and percent slope, scale north arrow, and,lctCation nd distance to nearest road. Parcel I.D. i( �pt`pMatyon. R ewrd By I Persons information secondary purposes (Privacy Law, s. 15.04 (1) (m)). 0 , / () 7 Property Owner Property Location Grand Properties, LP Govt. Lot NW 1 /4 NW 19 S 17 T 31 NR 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 1 Squaw Lake Estates City State Zip Code Phone Number City ,j Village je Town Nearest Road Somerset WI 54025 715 - 247 - 5900 Star Prairie I 90Th St. New Construction Use: 10 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a mound system. System elevation is 101.30' based off contour line established 100.55'. Slope is 10°x, depth to limiting factor is 27 ". a Boring # j Boring 16 Pit Ground Surface elev. 101.57 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fF *Eff#1 *E 1 0 -7 10yr3/4 none sl 2fsbk mfr cs 2f .6 1.0 2 7 -13 10yW2 none sl 2msbk mfr gW 1f .6 1.0 3 13-27 7.5yr4/6 none sl 2fsbk mfr gW — .6 1.0 4 2-48 7.5yr4/4 m2d 10 /6 /2 sl 2msbk mfr gW — 6 1.0 5 48-64 1Qyr5/3 02 7,5 r6/1 sicl 2msbk mfr — .4 .6 Boring # Boring to Ph Ground Surface elev. 101.57 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 1 0 10yr3/3 none sl 2mgr mfr cs 2f .6 1.0 2 6 -21 10yr5/3 none sl 2msbk mfr gW 1f .6 1.0 3 21 -27 7.5yr5/3 none all 2msbk mfr gw .6 1.0 4 27 - 7.5yr4/6 m2d 7'5yr6/2 scl 2msbk mfr cW — .4 .7 7.5 /6 5 35 -56 7.5yr5/4 02 5 YT r u /2/6 sil 2msbk mfr - — .6 .8 * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD <_30 mg/L and TSS <-0 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, WI 54017 7!7/04 715- 247 -2941 Propertjr owner, Grand Properties, LP Parcel ID # Page 2 of 3 3 ] F Boring # Boring Pit Ground Surface elev. 98.05 ft. Depth to limiting factor 34 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-11 10yr3/3 none sil 2fsbk mvfr owv 2f .6 .8 2 11 -20 10yr4/4 none sil 2fsbk mfr gw 1f .6 .8 3 20 -34 7.5yr4/6 none sicl 2fsbk mfr gw — . 4 .6 4 3p- 9 5 r4/6 c2f 10yr6/6 sicl 3fsbk mfr gw -- .4 .6 y 1 /2 5 39 -52 7.5yr4/B c2175– sl 2csbk mfr cwv — .6 1.0 7.5yr6/2 6 52-61 5yr4/6 c2p 7.5yr26/8 sicl 2fsbk mfr cs .4 .6 7 61 -77 10yr5/3 m3p o sicl 2fsbk mfr — .4 .6 F—I Boring # Boring _; Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 F-I Boring # _j Boring `] Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD 30 mg/L and TSS <30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 - 2644777. Page 3 of 3 Conducted by: Conducted For: Ref. No. Schmitt Soil and Site Evaluations Name: Grand Properties, LP. Thomas J. Schmitt, CST 227429 Address: 712 Rivard St. Suite100 1595 72nd St. City, State, Zip: Somerset, W1.54025 New Richmond, WL 54017 Phone: 715 -247 -2941 Subd.Name: Squaw Lake Estates Lot No.: Legal Description: HU 1/4 IqW 1/4 S17 T3 IN R18W / To of: Star Prairie St. Croix County Township � Bench Mark El. 100.00' Top of 2 " pipe Alternate Bench Mark El. idol 04op of 2" pvc pine Slope Zo Contour Line El. 16a. — S -- S Contour Line Length Scale In = 40' �3� l 9' y 70 i Ido 119� q� M �2 0 lob b \ � Ab Arr This soil report was done to fulfill a zoning requirement. No permanent lot markers were in at the time the test was conducted. The area in which it was done may or may not be suitable for your use, or in the location shown. i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer ry RAA11) Qg2 b_=__a T/a S Mailing Address Z/I RL I A v rA Property Address 4 _` (Verification required from Planning Department for new construction) - City/State �i�rf =� sf= T (' �/� - Parcel Identification Number c_ LEGAL DESCRIPTION Propert p rtY Location /., �- ' - &-W- '/,, Sec. / ) , T om) N -R _/A_W, Town of i Subdivision (� s© -- -�1 /lam S , Lot # Certified Survey Map # , Volume , Page # Y y �/ , Page # 5 ;� • Warranty Deed # -- , Volume `�_�_� �� Spec house ® yes no Lot lines identifiable ® yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Itwe, the have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septickystem has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 davc 69the three veapexpiraW�h date.' SIGNAIR; OF�PLIC DATE W , OWKER CERTMCATION I (we) certify/that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the,pmperty describe¢. abovrr by virtue of a warranty deed recorded in Register of Deeds Office. SIGNAT(JP QF,��?EICANT DATE • « ««4 t r Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. • + « «« «• Include -Mth this application: a stamped warranty deed from the Register of Deeds office a ,copy of the certified survey map if reference is made in the warranty deed I U 2 569 74TS 747 STATE BAR OF WISCONSIN FORM 2 - 2000 KATHLEEN H. WALSH Document Number WARRANTY DEED RE OF D E E DI This Deed, made between Robert J. Hansen RECEIVED FOR RECORD Grantor, 11/05/2003 09:30AN and Grand Properties, LP WARRANTY DEED Grantee. E,(DPT g Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin REC FEE: 11.00 TRANS FEE: 3180.00 (if more space is needed, please attach addendum): COPY FEE: The NW 1/4 of the NE 1/4; the NE 1/4 of the NW 114 and NW 1/4 of the CC FEE: NW 114, All in Section 17, Township 31 North, Range 18 West, St. Croix PAGES: 1 County, Wisconsin. All that portion of the NE 1/4 of the NE 1/4 of Section 17, Township 31 North, Range 18 West, St. Croix County, Wisconsin lying Westerly of Squaw Lake. Recording Area Name and Return Address (2 1' V u &'(c 1 � Po 60X 18 8 (:) oe j a Q1 -SqO -20 038 - 1070 -70- 000;038 -1071 -50-M 038 - 1071 -60- 000:038- 1070 - 30-000 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights - of - way of record, if any. Dated this 3 VA day of 00mb a t " &VV-YYZ 2003 - -- - - -- ------ -- -- -- -- - - - - -- -------- - -- -- W Robe — ._. ......... .. ....... . . .. ....... .__.._..._.. .... _.. .__._ * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) Robert J. Hansen STATE OF ) ss. ----------- --- County ) authenticated this day of October ' 2003 Personally came before me this - - day of the above named * Krist Ogland - -- -------- ._. -... __. _... - - -... TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me kno wn to be the persons) who executed the foregoing authorized by § 706.06, Wis. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Kristina Ogland, Attorney at Law - -- ------- --- ------- ----- - ......- ........ ...... ....... - --.-.............. . ............__.. ......... ..._.. 304 Locust Street, Hudson, WI 54016 Notary Public, State of - _------.._......._...-----... .......................•--.----- ---...------.. .. _ .................-- ----- -•.__. .... .._.._ ... .— -- My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) • Names of persons signing in any capacity must be typed or printed below their signature. INFO -PRO (900 )655 -2021 www.infoprofonns.coin STATE BAR OF WISCONSIN WARRANTY DEED FORM No. 2 - 2000 PRELIMINARYPL .tAT of SOUAV .,. .,(A COUNTY PLAT) in the North 1/2 o f th e �.8orth wes t 1/4, the }Northwest 114 Of rtheast 1/4, : o// of;- Section 17 `' 'Township 31 North, Range 18 We Vr Northwest Comer Section 17 -31 -18 i� a„�,� ' \ )~ / / , /, ;,• I:. LO • , 33 , ..��� � 't , 6 \Jint� \� Drive 'oy 2.48 acres �, „�' '`ti: k N. 88,160 sq.. ft. ►� o `r ' 1.1 2. 1 . •e i- �,�_�� ;7. ^ 01 acres I,j5A, .y 560' \ t I I . i I Pil p •coy 33� 33' �. , `� ,. ,� .� ._.-. ! . I I �` 123 928 s '� � 2 84 acres �N.B..A.= 039 sq. cues 1 / / I "I I � , �� • .-�/ a,,�; �, '�� ' � 4 83' ' _ . �- �\ \ \ � C� /,' 1 NMI �. 1 •�� rr STAR PRAIRIE PLAT T -31 -N • R - - f (Landowners) See Page 112 For Additional Names. POLK CO. B00 gpp POLKlST CROIX RD 1000 1100 CARDINAL DR 1200 1300 1400 tr a m m n r Z PC new40 It e y ao dS r / @� W t t �+ Randall & o Douglu = - ie CEDAR '4 = „�� STAR j`, j 1 ,, , `r M ary o Rivard ,��'�' tr CEDAR ` ° rh roia PRAIRIE t GMn c p b ' t, DemulRn I !i LAKE enke o X brdterN >pC t• Dt.n �UO g 261 I II '� n 2 S NT- 2ss l�V 40 gg � g CEDAR - TON O cho 200 DR R i p Lnda & m � ^ ^ s g3 3 A 3l s n \ 1 Nelsonrd o v 4 g sraaa 118 0 0 0. e = re. Vincent& Mnr d N aq a t: y Doreen ty j C M 5 951h �VV h I tag�a n g ¢ 80 40 � — i� SST1S� Wilson 8 £� - 0 L-�NT4 gg 1� a 2 1 0 'i`O SN 9T1 H tr 6 Alva e & x ma D 125 60 iumne o n �-0 H $ Alfred & V 38 Alloy -- tr Nelson S ¢o tr N Normal[ Li1O° ie cO °tr - °i } ub 240_ �g DL A. �^ N 80 8 �t s0 . 1x1 c ss 4 D& t 20 F t i E was snw�..' rem r u s m OLD MILL is t R e la = O 1 12 ..5� V 90 yes 20 7¢. aac 15 P&C 3 3 14& u ao Parma Mea- w—r. RD Daniel I F ° C21f[ord &Jeatr Q urns v P -a «° s ET IS 34 .t3 " � Erore o Gary N . Ahlness ' 40 $ a art � • 40 , , K,16 o o $ raaw B Cg lessen O Y c5 y C 14 20 13 Braa a ff IT Q tl K Vryel 64 tr L QU(7 O �.H e. c9g¢ 117 N tr EdiD m.7� .00 12 Rx tr Z.o ss V ta a- o _ ^ � so 0 CC M r s o Sandor & p : Patricia Norman c..t'a. 14 �g Janet JE g Anderson Crlsdhome r c n e iV ' y rags to • '" J oyce m v.K. f w, emeth 77 3 ^ y LE 8 & Farm o 2 m aw a to wolf 40 Marne e g ; r ° Scott 1r Harlan Inc 65 pp 78 ^ i.e„m.� v " �i tr 109' a° : u Counter sra : Vehrs . II C .:.;'� :D Dal m �Daa� R a �x RV 13 80 158 rk W Ma : AI wm& tr 3t D 3 W°c Rohert anu- is Q o Wallrieh tr t� 75 & S 20 h w Patric & 10 L & Patsy Estates as ° ^ Goo, AVE Brenda wad °o T rs°° v e C�' Inc 77 crmn°°a.. s b n.�. sv� Entersordilb Doris elarmce & Rivard 20 r z yy oaert t com E 42 0.a hto2 1 & D 20 .; Davld t Lg g ern re Ali. �i .. s Aronw Cook ^ad E-- T " too P rc 20 w ; R M'8 1 &L is .y 60 9 3 , tr I 80 135 GK soSO,, t 0 a A 4 Joseph tr xas4 Everett ' .... : - lvard • & Adeline .°• r & e r e o r z & s 17 a Alke Nal ww� 3 Bruce 21081 VE a r rHemet 4, eaity4oe Ri ae 'g n Trust rs 3 Cloutltt .wne 1 tralmare s I Emerson CCC & 7 g 40 al Trurt 77 0 ,� D SS a.00-ta 38. s9 Mary way 40 w g 7Lomas 40 : au o °, Cynthia T. J. P & F i sc so s C u~i T& PatrWa )Ones 10 9 Steven & �� 6qa 4 � -3 's st Folle Germain 79 ads As d r 17 80 E 20 Casn- ty lames. ac ° AN Gser '.Wieke .7Xr. o 127 la s W = : MM & so Gerald 2 x tr & - Ralph ' & C 20 m a°s° • I hauser 2 As Mork t» u.ve 10emr• IOemo- Cloutier • v s o & M &Mary 4'aw*n David 4 w nna s 3a s dry Mondor p to Ra*Lsback 40 70 r I Md a fs Stewart r 78 M q q ti T. 9t s u 140 t Rivard . g E Dyne 9 De Bonestroo i can- F Robert, a p, a F VoRryust s 27 tt• - Brae ss a4 < 2 9 a f I_45 etal40 7 l ir m ut� r � n so « "on &t w s KM s v0e f56 s 4 75 3 n u n s\ V 102 r- tr CC w tr u•K� Gerald & F `° y SteaFn l 200th AVE Gap Ma 42 [nLangsnire x4 aso x s t rcella n �"^- tr & Christy Dash & ajeon i° M dry to r I� tr Backes c so 3 Wick Genevieve Riv d trrr cn 160 195th AVE 217 anwm o & eDlm crust R _ o-m e,.shs hasueL -I- Francois M ts.. 146 Mowlon a lanrt 100 T' 1 / 6� s ss D 9 zo s K i° " t 220 ,rhro, w 06 % , n 97 aniel 8 " d tr _ �yyqYy 0 :ewe 40 Weeree Daniel d 2 - ro.7 P as:a- raowb Casey Casey O� ; V tr $$ tr 5 80 mva w 40 r Ne cr Gun 52^ 8 r w m h' tr 192nd AVE rS - ° - St Croix -' elene— s u tr a' t 1011 D& A a Victor r^ .g s County Farm Houle $ 130 _38 Wisdul 1 & L x2 w t Myers Ill ]03 11 W a�S ' -„ C 40 80 T- ]20 _ 72 3 z p 1 & 20 190th -- : C 1, Roberi - — - — ' f AVE. Marc Cleo GroeP rOy lames& c�rR 5 Dix fy i 42 Plourde - adsl - Per v Carolyn a Co Health s ,,` Of St C1nia / loon 40 r / Gas 4o ul40l John & �Il 50 g NR Gimn Wvard a n a i� o Boucher Cl bI NeMwabyry .. m1! m o 158 es 40 120 —1 3 Lindalou s v is car oars sews r MK 13 185th AVE ,136 Jensen . 1 Russell O 'N 0 •s ev. S , Ch. 3 D.r0 10 MK 13 1 Chigdta Alke 75 b , Flandrick 90 iirDe.. Mark & Michael & RC Processed Inc , m Kathie Kathleen 1z Foods ESA, Q `j GD 1& C Jas dyne Y ss Runam Can 7 W Door V V 36 cCRom Cod K 140 'w tr 10 Duffs .vb 117 r..c co a � a 176 $4 M 5B 1S 29 59 t[ i 37 urz RALEIGH HO - WINDING TRAIL RD 180th AVE K SOMERSET'S' PAGE 62 RICHMOND PAGE 48 FARMINGTON MUTUAL INSURANCE CO COUNTRYSIDE VETERINARY CLINIC, S.C. DR. JOHN SWINGLE, DVM DR. LORI VON RUDEN, DVM DR. BRIAN KELLER, DVM DR. KRISHAWN KAIBEL, DVM DR. MEREDITH SMITH, DVM Fid Service Veterinary tic 1t' 24 HOUr Emergency Service Frofess"wI Pet aoorwg 1F Boarding ' 715.246 -5606 a 715. 248 -7041 1231 N. K NOWLES A i ' Fax 715- 246 -9256 NEW Rx:nmoND Wacorsrl 54017 E -Mad: cvcfnic6pressenter.cexn ;� y